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E. S. Kameshki

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Kameshki, E. S. / Saka, M. P. (2001): Genetic algorithm based optimum bracing design of non-swaying tall plane frames. In: Journal of Constructional Steel Research, v. 57, n. 10 (October 2001).

    https://doi.org/10.1016/s0143-974x(01)00017-7

  2. Kameshki, E. S. / Saka, M. P. (2003): Genetic algorithm based optimum design of nonlinear planar steel frames with various semi-rigid connections. In: Journal of Constructional Steel Research, v. 59, n. 1 (January 2003).

    https://doi.org/10.1016/s0143-974x(02)00021-4

  3. Kameshki, E. S. / Syngellakis, S. (1999): Inelastic stability of rectangular frames by transfer matrices. In: Computers & Structures, v. 73, n. 1-5 (October 1999).

    https://doi.org/10.1016/s0045-7949(98)00273-9

  4. Kameshki, E. S. / Saka, M. P. (2001): Optimum design of nonlinear steel frames with semi-rigid connections using a genetic algorithm. In: Computers & Structures, v. 79, n. 17 (July 2001).

    https://doi.org/10.1016/s0045-7949(01)00035-9

  5. Saka, M. P. / Kameshki, E. S. (1998): Optimum design of unbraced rigid frames. In: Computers & Structures, v. 69, n. 4 (November 1998).

    https://doi.org/10.1016/s0045-7949(98)00117-5

  6. Kameshki, E. S. / Saka, M. P. (2007): Optimum geometry design of nonlinear braced domes using genetic algorithm. In: Computers & Structures, v. 85, n. 1-2 (January 2007).

    https://doi.org/10.1016/j.compstruc.2006.09.002

  7. Kameshki, E. S. (1998): Comparison of BS 5950 and AISC–LRFD Codes of Practice. In: Practice Periodical on Structural Design and Construction, v. 3, n. 3 (August 1998).

    https://doi.org/10.1061/(asce)1084-0680(1998)3:3(105)

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